Plans - Revetment Wall Landings - 44 Noosa Pde Noosa Heads · OPW19/0227

 

 

BUILDING PERMIT

 

DRAWING SIZE — A3

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SLAB, REFER TO DETAILS ON DRAWING S2.

100 THK. TERRACE SLAB ON COMPACTED
‘MATERIAL, SL72 MESH, TOP 40 COVER,
200(W) X 200(D) EDGE THICKENING AT
UN~SUPPORTED EDGES. FLEXIBLE JOINT
AGAINST MASONRY/CONCRETE.

125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 40 COVER,
FLEXIBLE JOINT AGAINST MASONRY/CONCRETE.

INDICATES THE MINIMUM STRUCTURAL
DEPTH OF THE SUSPENDED SLAB AFTER
FALLS FOR DRAINAGE.

INDICATES LOAD BEARING STRUCTURE
UNDER SUPPORTING THE SUSPENDED SLAB.

INDICATES DIRECTION OF FALL TO FINISHED
‘SURFACE LEVEL 1:200 Min,

 

 

PRIOR TO FILLING, REMOVE ALL TOPSOIL, LOOSE OR
DISTURBED MATERIAL. FILL TO CONSIST OF CLEAN Si
WETTED AND COMPACTED IN 150mm LAYERS TO
‘98% Min. FIELD DENSITY. COMPACTION RESULTS T0 BE
PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR

APPROX. EXTENT OF EXISTING

REFER TO ARCHITECTURAL PLANS REVETMENT WALL BOULDERS. ——=|

DENOTES WET TOOLED JOINT TO TERRACE WALLS & FOOTINGS. (GWF)

‘THIS DOCUMENT FORMS PARTOF

        

 

SCREW @IER SOBEDULE
~ SFL

“(O/B antivTOv86 ABGATEBAWRERE. SHO
IN-PLAN-EXCEPT-WHERE-UAKED-(8 i DICKIES

 

 

SLAB PREPERATIONS. PROVIDE BACK-PROPPING TO ANY

 

A PIER GROUP) IN THIS INSTANCE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                                  
 

THE MANUFACTURER IS TO ADVISE ON THE MINIMUM
PIER SPACING.

~IT IS RECONMENDED THAT THE CONTRACTOR TO
INSTALL TEST PIERS TO CONFIRM DEPTH FOR CAPACITY,
PRIOR TO PRICING WORKS.

MINIMUM UNFACTORED WORKING LOADS FOR INDIMDUAL
PIERS ARE AS FOLLOWS

(SP-1) 150KN

CONPUANCE CERTIFICATION FOR INSTALLATION TO BE
ISSUED TO ENGINEER.

  

TRUCTION_SITE_INSPECTIONS:
OUR FEE FOR STRUCTURAL DOCUMENTATION
OES NOT INCLUDE AND ALLOWANCE FOR SITE
INSPECTIONS. THE BUILDER MUST ESTABLISH
WHO WILL BE PAYING FOR THESE VISITS PRIOR
TO BOOKING THEM.
PRIOR TO BOOKING SITE INSPECTIONS A VALID
BUILDING APPROVAL (BA) MUST BE PROVIDED.
INSPECTIONS WILL NOT BE UNDERTAKEN UNTIL
THIS IS SUPPLED.
SITE INSPECTIONS MUST BE BOOKED WTH AT
LEAST 24 HOURS NOTICE.
CERTIFIERS REQUIRE THE FOLLOWING ELEMENTS
INSPECTED AND FORM 16's ISSUED.

” ALL FOOTINGS/SLAB (+)

” BLOCK WORK (#)

“ FORMED CONCRETE (*)

“ FRAMING, BRACING & TIE DOWN (*)
{*) DENOTES PRIOR TO BEING CONCRETE /CONCEALED

WE WILL NOT ISSUE FORM 16 CERTIFICATES FOR
ELEMENTS NOT INSPECTED

CONS

 

 

  

 

 

 

 

 

Revision | Description Date

 

'SSUe: CONSTRUCTION

 

 

 

 

 

 

  

 

 

 

 

 

 

 

{SP-1) @ ‘STEEL SCREW PIER, REFER SCREW PIER
SCHEDULE FOR MINIMUM WORKING LOAD.
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EXISTING RENDERED BLOCK WALL.
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 29053.N.

 

 

 

Unit 1/11 Project Ave,
Noosa Heads
é Ph (07) 5465 5604
5 iS SULTIN [email protected]

3 web:www sog-engineers.com

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EXISTING BLOCK RETAINING WALL. (SP—1)

Title: FOOTING AND SLAB PLAN

 

Project 44 Noosa Pde
Noosa Heads

 

FOOTING & SLAB PLAN ©
(Siz)
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m1:100 @ A3

 

 

ee 04

Date: April 2019 | rg No. 29053-S1.1 |